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Proctor tests are soil moisture-density relationship tests that establish maximum dry density (the unit weight of the soil minus the weight of water) and the optimum water content for soil samples. For each soil type, the dry density and optimum water content values are different.
The dry density increases as the added moisture lubricate the soil particles and enable greater compaction from the same applied energy. Once the optimum moisture content is exceeded, the water starts to displace the soil in a given volume, and the dry density decreases.
What is the purpose of the compaction test? The test aims to establish the maximum dry density that may be attained for a given soil with a standard amount of compaction effort. When a series of soil samples are compacted at different water content, the plot usually shows a peak.
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The Proctor test measures soil compaction to determine the point at which soils can most efficiently be compacted using construction equipment, based on their optimal moisture content and maximum dry weight.
A quantity of soil or soil and aggregate mixture is prepared at a determinable moisture content and compacted in a standard mold using a manual or mechanical rammer. The wet mass of this compacted sample is divided by the volume of the mold to determine the wet density.
0:54 7:17 Proctor Test, Method A - YouTube YouTube Start of suggested clip End of suggested clip Using a manual compaction rammer or a similar device with a two inch face lightly tamp the soilMoreUsing a manual compaction rammer or a similar device with a two inch face lightly tamp the soil until it is no longer loose or fluffy. Release the hammer and set it down on the soil in the mold.
The maximum dry unit weight (\u03b3dmax) is approximately 106.0lb/ft3....Solution. Moisture Content (%)Unit Weight for Zero Air Voids Curve (kN/m3)1817.872017.242216.662515.853 more rows
Calculate the dry density using the following equation: Dry Density (pcf) = Wet Density (pcf) \u2013 Moisture Content (pcf). 9.1. Report the moisture content of the soil to the nearest 0.1 percent and the moisture content of aggregate base materials to the nearest 0.1 pound per cubic foot.

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